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WHF Environmental Consultants, Inc. <br /> Boring Log <br /> Client Union Ice Company Hole No MW-11 Pae 1 of 2 <br /> Project Weber Ave jProjectNo Contractor- Pierson <br /> i <br /> Location 1320 Wever Ave , Stockton, CA DnIlin2 Method 8" HSA Elevation Grade <br /> Date Started 2125193 Date Completed 2126193 Angie Beann <br /> Total Depth 35' Water De Dth 13' Logged By C Hyde I Reviewed By RRG <br /> E Ln <br /> CLO <br /> v Z -M t1 iY a <br /> cc 0 W CUC <br /> V <br /> L E E o o E CD v <br /> o Co co a m 6 a- 0 Geologic Description Remarks <br /> GM 0 0-4 O' Fill Sandy, Clayey Gravel <br /> Moist +Debris <br /> 8-61 Rig <br /> 2" CA Modified <br /> Spilt Spoon <br /> CL 40-70' Silty Clay Pirm, Moist Low <br /> —5 ML Plasticity All Samples <br /> Collected from <br /> 2nd Liner <br />' — CL 7 0-15 0' Brown High Plastic Clayy <br /> Moist & Firm Local Derk <br /> 10 <br /> Organic Clasts <br /> 15 <br /> 11 CL 15 0-28 0' Brown Silty Clay Moderate <br /> = 13 ML Plasticity Moist-Damp Stiff <br /> 15 <br />' 20 <br /> — Hit G W at 28' <br /> Standing W T 13' <br /> (Prez Surface) <br />' 25 <br /> iSP 28 0-35 0 Fgr Green Qtz Sand Clayey, "Dark Green Sand <br /> SC Wet-Flowing +-10% Fines Possible <br /> _ Micaceous Makes Sig Waters Contamination <br /> G W Rose up to 13' ( Piez <br /> 30 Surface) <br /> Weil Graphics <br /> Cement ® BentoniteSand Filter � Blank ® Screened <br /> Grout Annular Seal Pack Casing Casing <br />